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Home My WebLink AboutTIMBERLUX #3 BLK J LT 61, imbERla�. LoT Municipality of Anchorage On -Site Water and Wastewater Section - (907) 343-7904 Page 1 of 3 ON -SITE WASTEWATER INSPECTION REPORT Permit Number: OSP221262 PID Number: 018-271-74 Dwelling: nN Single Family (SF) 0 with ADU [I Duplex (D) El Two Single Family Project: nE New FI Upgrade Name SAM MALONEY ABSORPTION FIELD n Deep Trench 1*0 Wide Trench El Bed n Mound Site Address NHN CURVELL DRIVE 'ANCHORAGE, AK E] Other Phone Number of Bedrooms Soil Rating depth from original grade 907-952-5005 15 *5 GPD/SF JTotal 3.98 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade SEE DWG. Ft. Gravel depth beneath pipe 0.51 Ft. Subdivision Block Lot TIMBERLUX #3; BLOCK J, LOT 6 Fill added above original grade SEE DWG. Ft. Gravel length 50 Ft. Township Range Section N/A Gravel width 5 Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES TO Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 250 Ft2 1 - Ft. Well *50'+ *50'+ *50'+ - 25'+ TANK El Septic 0S.T.E.P. El Holding F1 Other Manufacturer Capacity ANCHORAGE TANK 2500 Gal, Surface Water *50'+ *50'+ *50'+ - Material Number of compartments Lot Line 5'+ 10'+ 5,+ - NA EPDXY COATED STEEL 2 Foundation 10,+ 10,+ 10,+ LIFT STATION Manufacturer Capacity 1 Remarks *AWWTS "SECOND COMPARTMENT OF STEP TANK ANCHORAGE TANK **833 Gal. Alarm location Rf- I eN RFMr, _ ,O" O M 0 N 1 TR IN G Electrical installed by NV PIPE MATERIAL House to tank D3034 dTank to rainfieldl785/D, Installer ARM SEPTIC SERVICES Drainfield D034 CO/MT D3034 Inspector GEG AND M.O.A. BENCHMARK (Assumed elevation) 101.06 ft Inspectes:tion 18t 9/6/2023 nd 9/6/2023 Location and description da2 TOP OF M H 1 3rd 9/6/202" 411 9/6/2023 ON -SITE WATER AND WASTEWATER SECTION APPROVAL Engineers Stamp Conditional Approval: Date 7s�� .. 1 0, p..... 4 ... ... ........ . ..... . ......... Septic System V -e�\,�. ofnes�.- �Y ". CE-79,-,Z S/2,10 L Approved Date o I 01 Note: this approval does not include well permit requirements. #AECC884 f ofessloos�' Rev 05102/18) PERMIT NUMBER: RECORD DRAWING PARCEL ID NUMBER: OSP231306 018-271-74 PIPE LOCATIONS ARE SHOWN PER .DWG FILE PROVIDED BY KEN LANG, PLS. SWING TIES WERE GENERATED IN AUTOCAD -'MH1 SWING TIES GENERATED FROM SIGNED .PDF MANYTELL AVENUE W \ �• J GRAVEL DRIVEWAY •� w J NEW w A HOUSE \ 50' WELL RADIUS I MH1 M NEW 2500-GALLON EPDXY -COATED STEEL STEP TANK NS500 TREATMENT POD RESERVE SITE NEW DRAINFIELD TIMBERLUX #3; BLOCK J,LOT 5 1 r VP1 T.H#1 T.H.#2 IS SHOWN PER THE SURVEYORS LOCATION ON THE PLOT PLAN. HOWEVER, IT IS BELIEVED THE TESTHOLE IS A FEW FEET SOUTH AS THE NEW DRAINFIELD DID NOT GO THROUGH THE TESTHOLE LOCATION/PIPE, GARNESS ENGINEERING .N'G� ROUP, Ltd 3701E. TUDOR ROAD, SUITE 101' ANCHORAGE, NEERINGAK 99507 - PHONE 907SALES (CON246' WEBSITE; ww,v.g—ssengineering.— PREPARED FOR: PHONE NUMBER: PAGE NUMBER: SAM MALONEY 907-952-5005 2 OF 3 LEGAL DESCRIPTION: DRAWN BY: TIMBERLUX #3; BLOCK J, LOT 6 D.J.G. TYPE OF WORK: DATE: SEPTIC SYSTEM RECORD DRAWING 6/14/2024 U la 1"=40' PERMIT NUMBER: PARCEL ID NUMBER: OSP242-a-26z— Z 3 o RECORD DRAWING AR8ELIDNUM q- BIZ/z+ MT CO INAL GRADE = 103.97-104.89 ORIGINAL GRADE AT HIGHEST POINT = 102.97 0.51T ` L 15- �1 DRAINFIELD IS INSULATED R FABRIC TOP OF SAND = 100.99 OF PIPE = 101.50 BOTTOM OF TRENCH = 98.99 RELATIVE ELEVATION OF BOTTOM OF T.H. 91 = 86A7 RELATIVE ELEVATION OF BOTTOM OF T.H. #2 = 87.47 T.H.#1 GW AT 95.57 ON 9/5/2023 / T.H.#2 GW AT 96.87 ON 9/5/2023 - ENGINEERINGM SALES, CONSULTING 3701E. TUDOR ROAD, SUITE 101•ANCHORAGE, AK99507-PHONE (907)337.6179-FAX (907)338-32d6'WESSITEw ,gameungineedng.a PREPARED FOR: PHONE NUMBER: PAGE NUMBER: SAM MALONEY 907-952-5005 3 OF 4 LEGAL DESCRIPTION: DRAWN BY: TIMBERLUX #3; BLOCK J, LOT 6 D.J.G. TYPE OF WORK: DATE: �,,DRAINFIELD PROFILE 10/11/2023 TH#1 OFAw c ••' �® AV •G�effrey •,,,,•arness •• :' } C -795 12. 40 LICENSE44 4% #AECC884 4'rlB®�®�®®♦�® / PERMIT NUMBER: RECORD DRAWING OSP22�2&r— Z 3 i 3c-- lit (.-,a,--LD5: / 2 IOU,, 5Z 2500-GALLON EPDXY COATED STEEL SEPTIC TANK - & MAX BURIAL PUMP TANK FLOAT SETTINGS ANCH. TANK MULTI TANK 2500 VOLUME AT INLET INVERT 2672 GALLONS MIN. OPERATING VOLUME 2108 GALLONS INLET INVERT 57" TIMER OVERRIDE FLOAT *53.5" HIGH WATER ALARM *52.5" TIMER ENABLE FLOAT *46" *MEASUREMENT FROM BOTTOM OF TANK). NOTE: MEASUREMENTS ARE WHERE THE FLOAT WIRE ATTACHES TO PIPING WITH A 3.5 INCH TETHER FROM PIPING TO FLOAT. ALL FLOATS MUST BE NARROW ANGLE FLOATS. FROM BOTTOM OF TANK VOLUME TIMER OVERRIDE ON 55" 2597 TIMER OVERRIDE OFF 52" 2472 HIGH WATER FLOAT ON 54" 2557 HIGH WATER FLOAT OFF 51" 2427 TIMER ENABLE ON 47.5" 2260 TIMER ENABLE OFF 44.5" 2108 PARCEL ID NUMBER: 018-271-74 quilnics AeroCell a. Alaska Authorized Dealer W z LO O C) L L? M Q mN � O L� 2Lo mom- a4 zo O WO Z ¢:Q o Wcn Of a_ 0- O`t Q a 0 Q 0 E 0 U C N ZC C N Q N N i Z V p W O 00 / Z ~ J 0 ~ Z 00 M M C I_ V `_ d1 W o Z V ♦ d1 V T m 4 W O VJ EE` Z iY 0 (0 U) J Z,- (.� c- ~ ® —j W Z� LL,Q U O w 0 o U or_ W Q � V� z Q O J - �T� m �- Q U) C'4 z XLL U oo::) O o c) W w CO O w 0 2 Lo 0� Q1— OLLJ wa- J � ..�* WIOFS % 1,1 � °°s•�......■ 1� � ee• • ei *14 �1 Aff 14Immmmmommotimmms NONE !00 n I�: rey A. Ga�rness • �Av CE-7953 40i F0 ). 1), ♦� R®FESS�pN �� 9 rw �u s �u �u ur Certified Drilling Log P DOC CO dba BILL 8, QOLE 's"JOLO-p U L L I VA NO WAT E R W rp. L L,S P.O. Box 670269, Chugiak, AK 99567 688-2759 OWNER OF LAND: Mackenzie Ellerbe & Sam Maloney ADDRESS: 14940 Curvell Dr. Anchorage, AK 99516 LEGAL DESCRIPTION TIMBERLUX #3 BLK J LT 6 DATE: 8/3/23 Bore Hole Data Depth From To 0 2 Casing Stickup PERMIT NUMBER: OSP221262 DATE OF ISSUE: 8/3/22 TAX IDENTIFICATION NUMBER 01827174000 Is well located at approved permit location: ,]Yes MNo Method of Drilling: ®air rotary ❑cable tool Depth of Well: 64' Casing Type: Steel Wail thickness .250 inches Diameter: 6 inches, depth 60 feet Liner type Static Water Level: 5 feet Recovery Rate 7 ® gpm ❑ gph Method of Testing Air Well Intake Opening Type: ® open end ❑open hole ❑ Screened Start feet Stopped ❑ Perforations Start feet Stopped Grout Type: Bentonite Volume: 50 Lbs. Depth: from 2 feet, to 42 feet Well Disinfected Upon Completion: Bes ❑ no Method of Disinfection: Chlorine 50 PPM Comments: 2 4 Overburden 4 10 Soil and some gravel 10 15 Silt and gravel 15 17 Silt some gravel water 17 35 Silt and gravel water 35 37 Silt and some gravel 37 50 Silt and gravel 50 55 Silt some gravel 55 60 Sand and gravel with water 60 64 Hardpan R QUALITY COMM, fG J - i 2 3 Z- �. Drillers Name: Cole Sullivan ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. Matsu Borough: Department of Environmental Conservation. I- DOC CO dba BOLL & GABLE ULLIVAN WATER WELLS P.O. Box 670269, Chugiak, AK 99567 688-2759 olvailareTwens.com t Installation Log Well Drilling Permit Dumber: SW OS F a a I a CQ D Date of Issue Parcel Identification Dumber: _ 0 1 �?7 L:�.-j y COO Legal Description TiMber I U k, 0CJ.-�- -3 Lcjt �0 Pump Installation Date: ( V ,3 Pump Intake Depth Below Top of Well Casing: S-6 Pump manufacturer's Name: C 1Q6 Pump Model: 10 S Gk�C-_ e S-(( v Pump Size: t�Z Pitless Adapter Burial Depth: ( J J Pitless Adapter Installer: Sit 'I-,, Ue (% Disinfected Upon Completion? ® yes ❑ no Method of Disinfection: Chlorine 50 PPM Comments: Pitless Manufacturer: �Li( Pump Installers Name: Sullivan Water Wells Property Owner Name & Address cA ►qqq 0 6,t,-ve feet E. feet r- _ Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. 03>y+67 Z Z 'a i0 O g ,Uc m O Az omzymz AaV'r �mrn m� ?O ° 0 � C a 3�oOo ® ? = 0 K O ® ° ° .® 0c° .0 ?_ S 0•,s®c- 0 ° ° 44 z� ooc=0.$�® . a= O° '1 N� rt0 OTC 0 W ° . 0- 0 O 0.5 . 2 O. 0 " O p O = v 0 ® Z 0 p r c0 rt0 ® _' O s o a 0 _ a -� _� a oo�s3Ow ® 3=00MZ0 3. ao 0 tr ooc°�t"� 'o 0 r c ?'� ra Q'O OOtq�O a -a = a= o ® -03 0 ®�®® 5-0 ® ago o n@ O I -V C d O =i D Z O g_ > > � m rC/) :3 ° �x C J --I- U) c- C r v a O CA c 0 m so co , V V O �.nvv0 � = tJf Gfl zZ4-m °corn® �O s c `3c s® x 0 > 3 �Q s 0 3 ti m m NNS Z. :LT) 0 0 ---- --L W O O Q 0 a .0.02 � I z r rrl ' z MUNICIPALITY OF ANCHORAGE »cnr On-Site Water & Wastewater Program wok Is, PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 � v http://www.muni.org/onsite Department On-Site Water & Wastewater System Permit Permit Number: OSP231306 Effective Date: 9/20/2023 Work Type: WellSeptic Renewal Expiration Date: 9/19/2024 Tax Code Number: 01827174000 Site Legal Address: TIMBERLUX #3 BLK J LT 6 G:3136 Site Mailing Address: 14940 CURVELL DR, Anchorage Owner: ELLERBE MACKENZIE 50% & Lot Size in Sq Ft: 52272 Design Engineer: GARNESS ENGINEERING GROUP LTD Total Bedrooms: 5 This permit is for the construction of: Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Q Private Well ❑ Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Issued By:t Date: Date: ZO Z MUNICIPALITY N. Development Services Department' Tl Phone: 907-343-7904 On -Site Water & Wastewater Section '- Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 018-271-74 Property owner(s) SAM MALONEY Mailing address NHN CURVELL DRIVE *ANCHORAGE, AK Site address 1. Day phone 907-952-5005 Legal description (Sub'd., Block & Lot) TIMBERLUX #3; BLOCK J, LOT 6 Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms -� APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field [] Initial [� Single Family (SF) (] Septic Tank x❑ ,Upgrade ❑ (w/wo AD U) Holding Tank ❑ Renewal 10 Duplex (D) El Privy ❑ Multiple Dwellings ❑ (SF and/or D) Private Well [J Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: N/A Distance: - I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: Date of Payment: Receipt Number:— _ 0 �1 _+ G C-1 Permit No. O'sp _ 313 Q b Waiver Fees: Date of Payment: Receipt Number: Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\FormsUient Forms\Permit Application.doc Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231306, Deb Wockenfuss, 09/20/23 MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://WvAv.muni.org/onsite On -Site Water & Wastewater System Permit Permit Number: OSP221262 Work Type: WellSeptic Initial Tax Code Number: 01827174000 Site Legal Address: TIMBERLUX #3 BLK J LT 6 G:3136 Site Mailing Address: Owner: ELLERBE MACKENZIE 50% & Design Engineer: GARNESS ENGINEERING GROUP LTD This permit is for the construction of: ✓Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Effective Date Expiration Date: �r�nt } v Ucpartment 8/3/2022 8/3/2023 Lot Size in Sq Ft: 52272 Total Bedrooms: e- ,5— C1 Private Well ❑ Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either. a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing (?_0 M -J_ Received Issued By G 14A -/v' G ( j:) Date: Date: �5� 2 Z MUNUCIPAUTY OANCHORAGE Development Services DepartmentJ Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 018-271-74 Property owner(s) SAM MALONEY Mailing address NHN CURVELL DRIVE *ANCHORAGE, AK Site address Day phone 907-952-5005 Legal description (Sub'd., Block & Lot) TIMBERLUX #3; BLOCK J, LOT 6 Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms -6-` APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field 0 Initial ❑ Single Family (SF) 0 Septic Tank 0 Upgrade ❑ (w/wo ADU) (D) El Holding Tank ElRenewal ElDuplex Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: N/A Distance: - I certify that the above information is correct. I further certify that this is in accordance with —applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: D Waiver Fees: Date of Payment: 113 1 )-0 Date of Payment: Receipt Number: d I 0 3 Receipt Number: Permit No. CSS P'2� � 'a („ Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewatefforms\Client FormsTermit Application.doc Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANC 0SX231003, Curtis Townsend, 06123 G'&,'&1less ENGINEERING GROUP Ltd A a ENGINEERING -SALES -CONSULTING =—�a��'= �-u.+T� �; ALtS;,:A.ff -rf cdDWor June 15th, 2023 D a S (6-) QF\/ISIo'J Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 C 7 Ref: Change order for Timberlux #3; Block J, Lot 6 To whom it may concern: A permit was issued for the subject lot on 8/3/2022. Per the request of the owner, the design is being changed from conventional treatment to a 5 -bedroom Advanced Wastewater Treatment system (AWWTS). The subject lot is vacant, and we are proposing to install a 2500 -gallon epoxy coated steel step tank, NS500 treatment pod and shallow trench type drainfield. Attached are new 100 -scale and 40 -scale design drawings. CAT If WITH SAND: We are proposing to utilize a CAT II AWWTS (Quanics) with two feet of sand. Per GEG correspondence with the MOA, a CAT III application rate may be used at the receiving soil for a CAT If Quanics system with two (2) feet of sand. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPI IANC I OSX231003, Curtis Townsend, 3 THE DEPICTION OF ALL STRUCTURES SHOWN ON ADJACENT PROPERTIES ARE APPROXIMATE IN REGARD TO CONFIGURATION/LOCATION AND MAY BE BASED SOLELY ON PUBLICLY AVAILABLE MOA GIS RECORDS. THE LOCATION OF ALL WELLS AND SEPTIC SYSTEMS SHOWN ARE APPROXIMATE AND MAY BE BASED SOLELY ON INFORMATION OBTAINED FROM PUBLICLY AVAILABLE I TIMBERLUX #3; MOA ONLINE RECORDS AND/OR AS -BUILT SURVEYS / BLOCK G, LOT 9 TIMBER BLOCK GL LOT 10 I I -------------------------------- — — — — — — — MANYTELL AVENUE ----�-------- —-------- -- I TIMBERLUX #3; �L�Oo BLOCK F, LOT 1 I -T I 1 goo "'E:F::��:�� • � \ � � I I � I 'P 0 W TIMBERLUX #3: \ — Z) I I -BLOCK J, LOT 5 I TIMBERLUX #3; BLOCK F, LOT 19 I TIMBERLUX #3; / � I � I BLOCK J, LOT 7 v I N I i N X S ALE: 1"=100' lk VA f4r G RNESS EINGENEERING GROUP, Ltd ,. ■ � 4 - .:._....v ENGINEERING - SALES o CONSULTING mum 3701 E. TUDOR ROAD, SUITE 101 'ANCHORAGE, ALASKA. PHONE (9071337-6179. WEBSITE .... ................. PREPARED FOR: SAM MALONEY PROJECT/LEGAL DESCRIPTION: TIMBERLUX #3; BLOCK J, LOT 6 TYPE OF WORK: SITE PLAN FOR TEST HOLES PHONE NUMBER: PAGE NUMBER: 952-5005 1 OF 2 DRAWN BY: J.L.M./D.J.G. DATE: 6/14/2023 I��J, 1 V C •=i LICENSE +��1 4AECC884 emu n ---I.. 1 ---- DESIGN CRITERIA: NUMBER OF BEDROOMS: 5 GALLONS PER DAY (GPD): 750 �- - PERCOLATION RATE/S: 5 AND 1 INCH PROPOSED APPLICATION RA : 'S MINIMUM DRAINFIELD SQ. 1 t5 'CAT II AWWTS WITH,2 FEET O SAND DRAINFIELD DESIGN: MAXIMUM DEPTH OF EXCAVATION: 4 FEI WIDTH: 5 FEET LENGTH: 50 FEET M.O.A. APPROVED SAND FILTER: 2 FEET EFFECTIVE: 0.5 FEET REDUCTION FACTOR: N/A ACTUAL SQ.FT.: 250 FT' Wnicipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE C:OMPLIANC GEG, Ltd. HAS AN 8 PAGE SPECIFICATION LETTER THAT PERTAINS TO THIS DESIGN. BY PROCEEDING FORWARD WITH THIS INSTALLATION, THE ENGINEER, WELL DRILLER, CONTRACTOR AND PROPERTY OWNER AGREE THAT THEY HAVE Co (L READ THESE SPECIFICATIONS AND AGREE TO �7 ACCEPT THE TERMS AND CONDITIONS OUTLINED. CONTRACTOR TO HAVE SOUTH EASEMENT, EAST LOT LINE AND ALL I WELL RADII SHOWN, FLAGGED BY A PLS PRIOR TO CONSTRUCTION n _vl S \ I RESERVE SITE DESIGN CRITERIA: I � � PROPOSED DRIVEWA ! / •' , POTENTIAL FUTUR PGRADE PER HOMEOWNER (SEE C ATTACHED SKETCH 'PLOT PLAN' BY HOMEOWNER) ! PROPOSED j HOUSE ! W I F / PROPOSED 2500 GALLON EPDXY COATED STEEL �7 STEP TANK TO BE BALLASTED PER MANUFACTURER REQUIREMENTS. CONTRACTOR TO BENTONITE ALL JOINT (INLETS AND OUTL p�J OF TANK AND BOTH MANHOLE RJSER T NUMBER OF BEDROOMS: 5 GALLONS PER DAY (GPD):C*5 PERCOLATION RATES: 5 PROPOSED APPLICATION MINIMUM DRAINFIELD SQ.7. `'fl 'CAT II AWWfS WITH 2 FERESERVE SITE DRAIN-„-• MAXIMUM DEPTH OF EXCAVATION: 4 FEET WIDTH: 5 FEET LENGTH: 50 FEET M.O.A. APPROVED SAND FILTER: 2 FEET EFFECTIVE: 0.5 FEET REDUCTION FACTOR: N/A ACTUAL SQ.FT.: 250 FT' r` ``RESERVE SITE L� T.H.#1 �� ..H �,��J T. #2 ,,- va5uu� MT A T POD O �, ROPOSED DRAINFIELD --M--- — — — — — — — — — — TILITY EASEMENT GARNESS ENGINEERING GROUP, Ltd. -__- ENGINEERING o SALES -CONSULTING -- _- 3701 EAST TUDOR ROAD SUITE 101 'ANCHORAGE• ALASKA' PHONE (907) 337-6179 • WEBSITE: www.gamessengineedng.wm PREPARED FOR: PHONE NUMBER: PAGE NUMBER: SAM MALONEY 907-952-5005 2 OF 2 PROJECT/LEGAL DESCRIPTION: DRAWN BY: TIMBERLUX #.3; BLOCK J, LOT 6 D.J.G. TYPE OF WORK: DATE: DESIGN OF SEPTIC UPGRADE 6/15/2023 .*"1 % % ..m..1 ..Maq..p.............. rr........ V# U C -795 Z i • AV LICENSE 4441, FESS\ �• #AECC884 f. \ O Lu 3 . •. 1 1 `•J . I '•. •• ;t'i �1 RESERVE SITE DESIGN CRITERIA: I � � PROPOSED DRIVEWA ! / •' , POTENTIAL FUTUR PGRADE PER HOMEOWNER (SEE C ATTACHED SKETCH 'PLOT PLAN' BY HOMEOWNER) ! PROPOSED j HOUSE ! W I F / PROPOSED 2500 GALLON EPDXY COATED STEEL �7 STEP TANK TO BE BALLASTED PER MANUFACTURER REQUIREMENTS. CONTRACTOR TO BENTONITE ALL JOINT (INLETS AND OUTL p�J OF TANK AND BOTH MANHOLE RJSER T NUMBER OF BEDROOMS: 5 GALLONS PER DAY (GPD):C*5 PERCOLATION RATES: 5 PROPOSED APPLICATION MINIMUM DRAINFIELD SQ.7. `'fl 'CAT II AWWfS WITH 2 FERESERVE SITE DRAIN-„-• MAXIMUM DEPTH OF EXCAVATION: 4 FEET WIDTH: 5 FEET LENGTH: 50 FEET M.O.A. APPROVED SAND FILTER: 2 FEET EFFECTIVE: 0.5 FEET REDUCTION FACTOR: N/A ACTUAL SQ.FT.: 250 FT' r` ``RESERVE SITE L� T.H.#1 �� ..H �,��J T. #2 ,,- va5uu� MT A T POD O �, ROPOSED DRAINFIELD --M--- — — — — — — — — — — TILITY EASEMENT GARNESS ENGINEERING GROUP, Ltd. -__- ENGINEERING o SALES -CONSULTING -- _- 3701 EAST TUDOR ROAD SUITE 101 'ANCHORAGE• ALASKA' PHONE (907) 337-6179 • WEBSITE: www.gamessengineedng.wm PREPARED FOR: PHONE NUMBER: PAGE NUMBER: SAM MALONEY 907-952-5005 2 OF 2 PROJECT/LEGAL DESCRIPTION: DRAWN BY: TIMBERLUX #.3; BLOCK J, LOT 6 D.J.G. TYPE OF WORK: DATE: DESIGN OF SEPTIC UPGRADE 6/15/2023 .*"1 % % ..m..1 ..Maq..p.............. rr........ V# U C -795 Z i • AV LICENSE 4441, FESS\ �• #AECC884 GARNESS ENGINEERING GROUP, Ltd ENGINEERING = SALES a CONSULTING Oce tiow ate:_„s�7t ANCHORAGE. ALASKA' PHONE (907) 397.6179 • WEBSITE:www.gamassengtnoerGg.mn SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: TIMBERLUX #3; BLOCK J, LOT 6 ---- PERFORMED FOR: SAM MALONEY DATE: 3129/21 DEPTH (feet) ORGANICS TEST HOLE #1 1 10 J LOAM (SM NET TIME WATER LEVEL READING (INCHES) 11 WITH ROOTS) SOIL CLASSIFICATIONS O r 2 N 0 � 10 I �ncoc Ivo GW 0 R G 3 J (Si o a Y - , :w GP '.� ML 0 4 GM CL 4 �b in � i GC OL 16 I SWMH O 'c i wM Q ` 5 I I SP Isc CH 18 G sM ; OH 8 10 6 1 -14/16" m 10 a= 4 - 2/16" 1-14/16" 7') .J GM TO SM DEPTH TO DATE � GROUNDWATER 10 8 1-14/16" DRY 3/29/21 It 9 a1.2 (®i15 Z2 10 J a NET TIME WATER LEVEL READING (INCHES) 11 .3/29/21- O r 12 N 0 � 10 I �ncoc 13 m 3 J (Si o a Y 14 _ 0 4 15 f- aj I 1 -15/16" �b in � i 5 12 Za 16 W c ' B.O.H. O 'c i wM Q ` 17 I I 1 -15/16" I 18 G 19 20 rl'oo N fl w wtR4i q�fAnchorage 0 � � r V, s &, On-rpVater a stewater b + 9 �DC� FOR C LIANC RokiSafeaait�t;f/lL. send, 0623' 4L E -7r 53 •� � lZZj - o �e P� N a-ViS64 8! 3�2z scA�E: N 1'=IW EDATE READING NET TIME WATER LEVEL READING (INCHES) NET DROP (INCHES) .3/29/21- 0 2 10 4-1/16” 1-15116" m 3 - 6„ _ 0 4 10 4 -1/16" 1 -15/16" m 5 - 6., - C0 6 10 4 -1/16" 1 -15/16" 7 - 6" 8 10 4 - 2/16" 1 -14/16" 4 m 10 10 4 - 2/16" 1-14/16" 11 - 6" 12 10 4-2116" 1-14/16" PERCOLATION RATE 5.3 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 3.5 FT. AND 4.5 FT. A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ENO SOILS LOGGED BY: JODY MADS PERCOLATION TEST PERFORMED BY: ERIK WIDGER COMMENTS: PERFORMED BY GEG, Ltd. 1, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFO M D IN ACCORDANCE MTH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 41%Z124 Municipality of Anchoraagget . REVIEWED teIW�N IV j v J E/Ja FOR YCODE COMPUANC O.SGhdfflilyaAkf end, 0&23 GARNESS ENGINEERING GROUP, Ltd. ENGINEERING - SALES CONSULTINGL.srur. s�zrrm; ANCHORAGE. AL SKA . PHONE (907) 337.8179 • VvMSfTE www.gamw&eng; mMg.wm SOIL LOG -PERCOLATION TEST LEGAL DESCRIPTION: TIMBERLUX #3; BLOCK J. LOT 6 PERFORMED FOR: SAM MALONEY DATE: 3129121 DEPTH (feet) ORGANICS TEST HOLE #2 1 1t 11 1e ,3 14 15 16 17 18 19 20 �T �n � 1 ` a � o r M o �om z z�� X aomm(� w W�°�® W&�¢r tm ((C M W-�n e— U CDQ m C c .c !Z.L SOIL CLASSIFICATIONS NM!GW• NET TIME WATER LEVEL READING (INCHES) SCALE: (V►S� t3r�/ZZ 1"=100' 11111 _ 'lll�'II�GP 30 //%.CL j 2 - 14/16" 3 - 6" • 4 30 IIIIIIIIIMH 2 - 2/16" 5 '%////.CH 6" - iflll� 30 3 -14/16" • DEPTH TO DATE GROUNDWATER DRY 1 3/29121 I ( -7,2 1 6,l r51z24 SI 1, `CE -7953 #go- # IF,;•� I • s �FESS1 LICENSE Oppp®!`�6p�® �PN4 5` �O fiP 5l��P N DATE READI NET TIME WATER LEVEL READING (INCHES) SCALE: (V►S� t3r�/ZZ 1"=100' DATE READI NET TIME WATER LEVEL READING (INCHES) NET DROP (INCHES) 3/29/21 1 - 6" _ 2 30 3 - 2/16" 2 - 14/16" 3 - 6" 4 30 3 - 14116" 2 - 2/16" 5 - 6" - 6 30 3 -14/16" 2 - 2116" 7 - 6" 8 30 3-14116" 2-2116" PERCOLATION RATE 14.1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.5 FT. AND 5.5 FT. A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ®NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: ERIK WIDGER COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: MUN.10I'ALITY OF ANCHORAGE ADVANCED WA:STEWATE.12 TR=EATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT THIS MAINTI NANCC' AND REPAIR AGREEMENT, herein the "AGREEMLN'I'" made and 3 entered into 1s of> tipay of ljrl�of 20, by and between herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY", in accordance with Anchorage Municipal Code (AMC) 15.65.36$. In consideration ofthe mutual covenants contained herein, the parties to this Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. The Municipality grants permission to the Owner to utilize and operate an Advanced Wastewater Treatment System [AWWTS), described as U&� located at (legal description) ' ; I �rvk lux 3 31k 3 L 2. Nfaintenance, Repairs and Alterations. ((wner is required to read, understand and initial each section) -✓� Throughout the term of this Agreement, the Owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the Municipality or the manufacturer's representative. The AWWTS shalt be maintained in a satisfactory condition capable of performing as designed and producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. It shall be the responsibility ofthe Owner during the term of this Agreement to pay for all repair( s), maintenance, adjusiment(s), replacement costs, and inspection costs. This includes an annual maintenance fce (typically $400 to $600). N Owner agrees that only maintenance and repair personnel approved by the Municipality or the manufacturer's representative will inspect and make any necessary maintenance, repairs or permitted alterations to the system. Owner acknowledges that regular maintenance of an AWWTS reduces the potential failure of the system, which could include sewage backup and costly repairs or drainrleld replacement. (rev. 05/18/2018) Pagel of 3 Owner acknowledges that the Municipality may request records of maintenance and q repairs from the manufacturer's representative or maintenance provider. Owner acknowledges that the fine for failing to maintain and repair an AW WTS maybe assessed in accordance with AMC 1.4.60.030. Owner agrees to grant the Nfunicipality reasonable access to test and inspect the AWWTS. The Municipality will give at least 24-hour notice. Owner agrees that any sale or transfer oftitle of the property will not occur without a new Certificate of On -Site Systems Approval. S^� Owner agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the iVlunicipality are the governing guidelines for the construction, maintenance and repair of the Owner's AW WTS. Owner agrees to maintain remote monitoring of the AWWTS as required b}' the AWWTS approval. 3. Term. The term of this Agreement shall begin on the date of approval by the Municipality to operate the installed system, or upon transfer of title, and shall continue while the A WWTS is operational or until title is transferred. 4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Agreement or any part hereof, or the right of the Municipality thereafter to enforce every provision hereof. 5. Amendment. This Agreement shall only be amended by authorized representatives of the Owner and Municipality. Any attempt to amend this agreement by either an Unauthorized representative or unauthorized means shall be void. G Jurisdiction: Choice of Law. Any civil action arising from this Agreement shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Agreement. 7. Severability. Any provisions of this Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Agreement. (rev. 05/18/2018) Page 2 of 3 OWNER: By: --—/_ (signature) (print name) STATE OF ALASKA ) ss. THIRD JUDICIAL DISTRICT ) c�- a► -a3 sM Date: The foregoing instrument was acknowledged before me this day of June 20, by 01�. `---�, CAROLINE P. LEE NOTARY PUBLIC FOR LASKA Notary Public My Commission expires: 0 Qr,' aQa o state of Alaska My Commission Expires Aug 5, 2026 IVIUNICI,PALITY: By: (signature) Date: 2 3 2�3 (print name) Title: C'i V 1 G e (rev. 05/18/2018) Page 3 of 3 7"' . LeiUMl I C I Fes' RLL I T'Y QF DEPARTMENT OF HEALTH AND t�VI 2510 E. TUDOR P.D.. KIR 27 22 1 LJ EL_ L F� PERMIT NO. ( 76090 ) APPLICANT DAVID M 4*ATHnUT LOCATION MANYTELL LEGAL L6 BJ TIMBERLUX SURD /1 MINIMUM DISTANCE BETWEEN A WELL AN 100 FEET FOR A PRIVATE WELL OP. 200 WELL LOGS ARE REQUIRED AND MU. BE OF THE WELL COMPLETION. SPECIFICATIONS AND CONSTRUCTION D INSTALLATION. F' E R t-1 I T ks Fi L E> F= O F? I CERTIFY THAT 1: I AM FAMILIAR, WITH THE REQUIREM FORTH BY THE MUNICIPAL TY OF ANCHO 2: I WILL INSTALL THE 'STEM IN AC, SIGNED ISSUED APPLICANT DAVID M OATHOUT 520 ANY EET r, FVCHOFRFi0E ENTAL PROTECTION AK. 99507 M I T HOMA 333-8289 LOT SIZE 52533 SQUARE FEET ITE SEWAGE DISPOSAL SYSTEM IS A PUBLIC WELL. TO THE DEPARTMENT WITHIN 30 DAYS AVAILABLE TO INSURE PROPER E F= R0M I SS;UFEE FOR ON—SITE SEWERS AND WELLS AS SET NCE WITH THE CODES. April 29, 1977 476090 David M. onthout 520 oklahoma Anchorage, Alaska 99504 subject: Permit V piration Bear Mr. Oathout: tment for well and/or on-site sewer installatiot issued n installation on onLot6Dlock I Timberlux Subdivision has expired since the issue date exceeds one (1) year. nd/or onIn itehsewer eyte event yten, alnewlPermit islan to trecrsired.all the ell aTheoriginal soil test may be used to obtain a current permit. If the well has n drillcde should be sent to thia departmenteal to documenttheinstallation date. If you have any questions regarding the above matter, please do not hesitate to contact this office irnediately at 279- 2511, extension 224 or 225. sincerely, Les 11. Buchholz, R.S. Sanitarian L!iB.ljh